Seismic response analysis of rectangular prefabricated subway station structure

J Chen, C Xu, HM El Naggar, X Du - Tunnelling and Underground Space …, 2023 - Elsevier
The development and application of prefabricated assembly technology has become an
important measure to achieve industrial optimization and upgrading and sustainable …

Numerical simulation of suction bucket foundation response located in liquefiable sand under earthquakes

B Gao, G Ye, Q Zhang, Y **e, B Yan - Ocean Engineering, 2021 - Elsevier
The suction bucket foundation is considered as an effective option for offshore wind turbines
because of its advantages in rapid installation and recyclability. However, the depth of the …

[BOOK][B] Introduction to computational earthquake engineering

M Hori - 2011 - World Scientific
This chapter summarizes the essence of solid continuum mechanics, putting an emphasis
on the separation of physical principles and mathematical treatment. The physical principles …

Response of piles due to lateral slope movement

GR Martin, CY Chen - Computers & structures, 2005 - Elsevier
A displacement method using the FLAC3D program is used to evaluate the response of
piles caused by an embankment slope in a translational failure mode, induced by a weak …

Seismic fragility analysis of subway station structure subjected to sequence-type ground motions

Z Zhong, L Feng, J Shen, X Du - Tunnelling and Underground Space …, 2024 - Elsevier
As a critical urban infrastructure, the subway station damaged in an earthquake not only
leads to interruption of underground transportation, but may also result in serious casualties …

Seismic response of hybrid pile-bucket foundation supported offshore wind turbines located in liquefiable soils

W Chen, Y Jiang, L Xu, C Liu, G Chen, P Wang - Ocean Engineering, 2023 - Elsevier
An increasing number of offshore wind turbines (OWTs) are constructed globally because of
their capability of producing clean and green energy. Many of these structures located have …

Transient kinematic pile bending in two-layer soil

S Sica, G Mylonakis, AL Simonelli - Soil Dynamics and Earthquake …, 2011 - Elsevier
The dynamic response of piles to seismic loading is explored by means of an extensive
parametric study based on a properly calibrated Beam-on-Dynamic-Winkler-Foundation …

Numerical analyses of load tests on model foundations in dry sand

YS Unsever, T Matsumoto, MY Özkan - Computers and Geotechnics, 2015 - Elsevier
In this study, a series of vertical and cyclic horizontal load tests on 3-pile piled raft model
were carried out in dry sand to investigate the piled raft behaviour under combined loads …

Cyclic behavior of laterally loaded concrete piles embedded into cohesive soil

R Tuladhar, T Maki… - Earthquake Engineering & …, 2008 - Wiley Online Library
Modern seismic design codes stipulate that the response analysis should be conducted by
considering the complete structural system including superstructure, foundation, and …

Three-dimensional numerical simulation of earthquake damage to group-piles in a liquefied ground

R Uzuoka, N Sento, M Kazama, F Zhang… - Soil dynamics and …, 2007 - Elsevier
Dynamic behavior of group-piles in liquefied ground is discussed using numerical analyses.
The process of damage to a group-pile foundation in reclaimed land is simulated using three …